Share:

SR1539 over FERRELL CREEK

Chatham County, North Carolina

Map

Coordinates:
+35.85192, -79.19201
35°51'07" N, 79°11'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR1539 over FERRELL CREEK
Structure number:	000000000370084
Location:	0.2 MI. E. JCT. SR1541
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	28.9 ft. `[8.8 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1980
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,600 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	78.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Good	Good	Fair	1600	78.8
February 2015	Fair	Good	Good	Fair	1600	78.8
February 2013	Fair	Good	Good	Satisfactory	1500	90.8
February 2011	Fair	Fair	Good	Fair	1900	77.8
March 2009	Good	Good	Good	Good	1900	89.8
February 2007	Good	Good	Good	Good	1900	89.8
February 2005	Good	Good	Good	Good	2000	89.8
February 2003	Good	Good	Good	Good	2000	89.8
April 2001	Good	Good	Good	Good	1700	89.8
April 1999	Good	Very Good	Very Good	Very Good	1700	89.8
April 1991	Good	Very Good	Very Good	Very Good	800	82.5

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1322598